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HW6-plss - 4847.92'N 15,377.90'E 2 Field notes for the...

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SUR 4403 CADASTRAL PRINCIPLES Homework 6 1. A retracement survey of a portion of a public land survey township results in the coordinates shown below. The distances in the illustration are those provided in the original government survey, in chains (ch). What are the correct coordinates, in feet, for the lost southeast corner of Section 6 . All coordinates are in feet. 6 5 7 8 10,000.00'N 10,000.00'E 79.25ch 40ch 40ch 80ch 12,805.35'N 15,191.92'E 10,230.06'N 17,906.50'E
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Unformatted text preview: 4847.92'N 15,377.90'E 2. Field notes for the original survey of Section 16 indicate that all line lengths were 80 chains and all quarter corners were set at 40 chains. A resurvey has found acceptable monuments as shown. What are the correct coordinates for the center of Section 16 . All coordinates are in feet. 16 100,000.00'N 100,000.00'E 99,998.46'N 102,640.00'E 99.996.93'N 105,270.00'E 94,722.13'N 105,223.97'E 94,728.67'N 99,915.66'E...
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  • Spring '08
  • Staff
  • Public Land Survey System, correct coordinates, land survey township, lost southeast corner, original government survey

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